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ARCHIVED REPORTS XR0008270
EnvironmentalHealth
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PR0543728
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ARCHIVED REPORTS XR0008270
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Last modified
9/6/2018 9:20:51 AM
Creation date
9/6/2018 9:13:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0008270
FileName_PostFix
XR0008270
RECORD_ID
PR0543728
PE
3528
FACILITY_ID
FA0005008
FACILITY_NAME
PCI-PAINTING
STREET_NUMBER
620
Direction
N
STREET_NAME
SAN JUAN
City
STOCKTON
Zip
95203
APN
13339001
CURRENT_STATUS
02
SITE_LOCATION
620 N SAN JUAN
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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Problem Assessment Report <br />for Soil and Groundwater Contamination <br />ipCorrigan Property (Project No W0541 00) <br />3.0 TECHNICAL DATA <br />' 3.1 Name and Address of Site, Tank Owner, and Contact Person <br />Site and Tank Owner Mrs Zona Corrigan <br />' 2336 West Alpine Avenue <br />Stockton, CA 95204 <br />IContact Person <br />Mr Lee Helms <br />John Cyr Realtors, Inc <br />P.O Box 1567 <br />Stockton, CA 95201 <br />3.2 Regional Topography/Geology <br />The site is situated on level terrain underlain by flood basin deposits of Pleistocene and Holocene <br />age These sediments are composed of clay, silt, and some sand In the San Joaquin Valley, <br />the Flood Basin Deposits (Holocene) have been estimated to be as much as 100 feet thick (US GS <br />Professional Paper 1401-C, 1986) Because of their fine-grained nature, the flood basin deposits <br />in general do not yield much water to wells and impede the vertical movement of water. The <br />ma1onty of groundwater used for irrigation and drinking water supplies is extracted from more <br />permeable zones beneath the flood basin deposits. <br />3.3 Well Location Survey <br />Well location data within a one-half mile radius of the site have been reviewed at the Department <br />of Water Resources (DWR) Central District office The proximity of private, municipal, and <br />imgation wells located within a one-half mile radius of the site is shown on Figure 9 The <br />closest well is located approximately 800 feet east of the site. <br />4.0 ADDITIONAL SUBSURFACE CHARACTERIZATION <br />4.1 Quarterly Groundwater Monitoring and Sampling <br />First quarter 1993 groundwater monitoring and sampling was conducted on January 27, 1993 <br />by RESNA personnel Water level measurements were collected using an electronic water level <br />probe, accurate to the nearest 1/100 of a foot Groundwater monitonng of wells MW1, MW2, <br />PAR -0393 FNL 3 <br />
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